Creating Bar Bending schedule, Different Door types, and Creation of standard drawing templates using AutoCad

                                                                                           PROJECT…

     A column of size 600x600 carrying an unfactored gravity load (DL+LL) of 1175 KN is to be supported on pile cap, which ultimately transfers load to the piles underneath. Piles of 16 metres length and 500 mm diameter are to be used.  

Area of Footing Unfactored load with surcharge+ self weight of footing / allowable bearing capacity = ( 2000/1.5 * 1.1)/ 150 = 9.78m ²   √9.78 m ² = 3.12 m Side footing Hence, 3.2 m side isolated footing. Net Soil Pressure & Initial footing depth. Factored Load / actual area of Footing  2000/(3.2*3.2)…

Ans 1   FOR GRID 3A                                         For Grid 3B                     storey Details. larger lateral dimension of the member at the section where…

  Longitudinal Reinforcment Shear reinforcment   Longitudinal Reinforcment Shear Reinforcement Reason of Failure of Middle Span O/s - Overstressed  This means stress for particular beam has been cross the allowable limit, due which shear force  or shear stress increased. Possible ways solve the problem-…

               PROJECT 1-  Comparative study of different storey buildings for Seismic forces   Procedure to make any Modal Open E-Tabs and go to new file A new tab will open Choose the built-in settings option and select the display units and codes. After model intialization…

Model a 25 storey building on ETABS with structural properties as specified below. Ground floor or plinth floor level can be taken at a height of 1.5 metres from the base. Each of the successive 25 storeys has a storey height of 3 metres.       Check if the translational fundamental natural period of vibration…

Ans 1   criteria   Restraints of floor shrinkage observation  Full restraints at all corners  corners are left  free but restraints along the edge   Non- uniform restraint  conclusion  option a will have higher restraints to shrinkage,thus lead to cracks in floor. Option b is…

AIM-   To create a three dimensional version of the residential constructing. To create a rendered view of the advanced version. To use substances and light setting.   process: Right here inside the undertaking we're going to create a three-D model of…

Objective - To understand the impact of vertical and horizontal members in seismic behaviour of structure To understand different irregularities in a building   Ans 1 Symmetric If we split the plan vertically & Horizontally half, it  will look  mirrored. So we conclude the given plan is symmetric in…

A five storey structure with 5 translational DOF is shown here. Each storey has mass ‘m’. The eigenvalue problem has been solved and the 5 periods of vibration Tn and their corresponding mode shapes, φn has been derived. The fundamental period of vibration (T1 = 2 seconds) and its associated…

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AIM Design and Draft a layout of a residential building with the following details: a. Plot Size: 60’x20’(18.3m x6m)  b. Orientation- Facing East   c. Develop the following: 1. Architectural Drawing (Floor Plan, Elevations, and Sections) 2. Structural Drawing (Column, Bean, Footing Plan)  …

Ans 1- difference between Static analysis and Dynamic analysis are as follow- Static refers to the force that has constant size, position and direction on or within a structure while Dynamic refers to a force on a structure that changes size, position or direction. Static analysis determines the maximum allowable…

Ans 1  1A- Observation Concrete crushed and the reinforcement is exposed. Concrete spalled beyond the reinforcement which may be a sign of rupture  Beam top portion looks safe because of the flange advantage from slab  The cracks develops from bottom to top  means rebar yeilding occurs in support bottom…

Ans 1   Use the Architecture/ Structure Project file developed by you in Week 6 to 8. Export the Revit architecture and structure model to Navisworks Cache file. if NWC is not there then we  download from Autodesk and NWC is softwware is used to transport the Revit model to Naviswork. Ans 2  Use Navigate…

Ans1- Using Dynamo create a set of sinusoidal points and create a curve and create a surface out of the curve.   Ans 2 Create a conceptual layout of floor plan in dynamo . Using the tools available in dynamo link the lines to appropriate model elements in Revit by choosing the wall types and wall parameters. Make…

Ans 1 - Offical Building.  Ans 2  Assume reasonable assumptions for geographic and location details for your project modeling. Based on assumptions and type of structure selected identify the modeling requirements from NBC  The open space around the building shall not be less than 4.5m  The type of…

Ans 1 Model a Ceiling from the architecture tab above the walls at the first-floor level     Ans 2 Model a roof above the ceiling by selecting the footprints of the ceiling.  Ans 3  create plan views for ground floor level and first-floor level including all the walls, floors, and components. Separate them toarchitecture…

Ans 1. Open Revit  Click on New Option  Now choose Template file whatever you want to choose. Here I choose Structural Template Now Revit Screen appears Click File Menu and select save option. Choose the Destination of File ( where you want to save) Rename the File and Click on Save.    Ans 2. …

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TOPIC - SKETCH G+1 FLOOR RESIDENTIAL AS PER VAASTU SHASTRA WITH INDIVIDUAL LOAD CALCULATION & ALSO LIST DOWN THE DRG NEED TO BE PROVIDE IN SITE FOR CONSTRUCTION   Dead Load   1. Due to column. unit weight of concrete= 25KN/m³  0.45*0.45*1 *25 = 5.06 KN/M 2. Due to beam    Unit…

                                         Topic 1-  Make P1 figure by using all four coordinate system 1. Absoulte Coordinate system Procedure- step 1- Enter line commond by using shortcut L step 2- Specify…

                                           TOPIC I. - Concrete mix Design For M35 grade of Concrete with Fly ash    To calculate the mix desgin of M 35 grade of Concrete for Stipulation for proportioning …